Traffic Impact Statement

                                                                                                             51 Elanda Street TIS
                                                                                                                     2024-11-25




3.0           DEVELOPMENT DETAILS
3.1           Development Layout
The proposed development consists of a 6 unit multiple-residential development with 1 basement level
providing parking to 10 resident bays and 2 visitor bays on ground level. Refuse collection is proposed to be
undertaken via kerbside collection, with the respective 240L bins stored at basement level. Waste generation
estimates are provided in Section 4.3.

3.2           Proposed Vehicle Access
It is proposed that vehicular access for the development will be provided via a 5m wide RS-049 driveway given
access will be for User Class 1 light vehicles only. The proposed crossover and driveway width is considered
sufficient to allow for safe passing of vehicles. Refer to swept paths in Appendix B. Due to the constrained
nature of the subject site (which measures approximately 11.8m between the northern and southern
boundaries), it is proposed that the basement parking area will be accessed via a two-way crossover and
driveway which tapers down to a 3.5m wide single lane access to the basement level. It is proposed that a
signal-controlled system be installed between the ground and basement levels to assist circulation for vehicles
entering and exiting the residential car parking area.
The Noosa Shire Planning Scheme 2020 reverts to the standard drawings published by the Institute of Public
Works Engineering Australia, Queensland (IPWEAQ) for crossover design. Regarding other key access
parameters, the Planning Scheme reverts to ‘AS2890.1’. Table 3.1 details the access parameters in accordance
with the requirements outlined in ‘AS2890.1’ and IPWEAQ standard drawing ‘RS-049’, where compliance is
not achieved, further information is provided below.

Table 3.1           Driveway Configuration Assessment

                                 Noosa Plam 2020 / IPWEAQ
         Design Aspect                                                   Proposed Provision                   ITE Comment
                                        Requirement

                                5m width at kerb and 6m max           5m width at kerb and 5.4m
        Crossover Width                                                                                Compliant
                                 width at property boundary          width at property boundary

      Minimum Intersection
                                6m from tangent point of kerb                 Over 100m                Compliant
            Separation

                                 Ideally 69m, minimum 45m
                                                                     Existing sight lines are >69m
         Sight Distance        where frontage posted speed is                                          Compliant
                                                                    along both directions of travel.
                                          50km/h.

                                 6m (1 car) at 3% of parking
      Entry Queue Capacity                                                        6m                   Compliant
                                          capacity

                                                                    Will be 1:20 (5%) in accordance
       Gradient of first 6m               1:20 (5%)                                                    Compliant
                                                                         with IPWEAQ RS-050




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